HomeMy WebLinkAboutSDP200300065 Phase D Letter of Revision Letter of Revision 1 2005-07-25 OF AL
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
July 25,2005
Jon Fink
Jonathan Virginia Inc
615 Cami Lane
Charlottesville VA 22902 I ' jOh v 56 0
fey.
RE: Letter of Revision,. r SDP-2003-065 Broadway Ct Minor Amendment
Dear Sir:
This letter is in response to your request,as described in your letter dated July 15, 2005. Due to the simplicity
of the change that will occur as a result of your request,we are reviewing it as a"Letter of Revision"to the
latest approved site plan for SDP-2003-065 Broadway Ct Minor Amendment, located on Tax Map 77 Parcel
40C2. A total of three(3)Letters of Revision are allowed before all subsequent changes to the plan are
required to be submitted in the form of a minor site plan amendment. Any further change to the site will
require a minor site plan amendment to SDP-2003-065 Broadway Ct Minor Amendment that will need to
incorporate all of the changes approved with all three Letters of Revision.
Sincerely,
Francis H MacCall
Senior Planner
Copy: SDP-2003-065 Broadway Ct Minor Amendment
Jonathan Virginia, Inc.
July 15, 2004
Mr. Francis MacCall
Albemarle County Zoning
Dear Francis,
This letter will serve as a request to amend the site plan for Lot-D Broadway Court,
address 615 Cami Lane,Charlottesville, VA. We have already submitted (2) copies of the site
plan reflecting the revisions.
There are (2) revised changes that have been made to the site plan:
l) Dumpster has been moved slightly to the right and dumpster screening material is 6' chain
link to match existing chain link fence.
2) Loading docks and canopy have been correctly sited and illustrated.
I would appreciate your reviewing these minor changes and approving them so that we can
call for our final zoning in order to receive out CO. I have appreciated your help along the
way on this project.
Best regards,
Jo 'nk
Global&Domestic Manufacturing • Stone, Hardwoods, Metals, Papers, and Exotics
615 Came Lane, Charlottesville,Virginia,22902 • 434-979-0585 • Fax'434-977-4356 • 800-991-1327
IFink@IVI CY)M www.lVIA om
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GENERAL WATER AND SEWER CONDITIONS GENERAL CONSTRUCTION NOTES FOR SITE PLANS GENERAL NOTES - - - - -
1. Work shall be subject to inspection by Albemarle County 1. Prior to any construction within any existing public right-of-way, including connection 1. ACSA to size all water meters
Service Authority inspectors. The contractor will be responsible to any existingroad, a permit shall be obtained from the Virginia Department of Transportation 2. All signs will require separate permits under 4.15 of the Zoning Ordinance.
for notifying the proper service authority officials at the start of the work. (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. 3. Structures must be constricted and separated in accordance with Table 401fire resistance ratings _ - - -
2. The location of existing utilities across the line of proposed work are not Where any discrepancies occur, the requirements of the permit shall govern. of structure elements of the BOCA Basic Building Code.
are not necessarily shown on the plans and where shown are only 2. All paving drainage related materials and construction methods shall conform to current
approximately correct, The contractor shall, on his own initiative, specifications and standards of VDOT unless otherwise noted. _ 389,0'
locate all underground lines and strictures as necessary. 3. Errosion and siltation control measures shall be provided in accordance with the approved
3. All materials and construction shall comlpy with general water and errosion control plan and shall be installed prior to any clearing, grading or other construction.
sewer construction specifications as adopted by the Albemarle County 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable _ , t t - `
Service Authority on Jan. 15 1998, slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better I - - / - / SCOPE OF WOFVK. IS LOT CONLY-
4. Datum for all elevations shown in national geodetic survey. are to be achieved. - IF T / �` - / - --
jtL1NF - - SI�NAr T _.. - -- -
5. The contractor shall be responsible for notifying "Miss Utility" (800)552-7001 5. Paved, rip -rap or stabilization mat lined ditch may be required when, in the opinion of the ` - CENTS i _ - _............,.
6. All water and sewer pipes shall have a minimum of 3ft. of cover measured from Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary OP - - - ��!,., .•- - _ / / / r the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, in order to stabilize a drainage channel. 11�� AY
service laterals and waterlines, etc. 6. All trafic control signs shall conform to the Virginia manual for uniform traffic control devices. 389.5' 010) 00)
7. All water and sewer appurtenances are to be located outside of roadside ditches. 7. Unless otherwise noted, all concrete pipes shall be reinforced concrete pipe -Class III. a� �� _ Aj,ih` -.' ' K FENCE U
8. Valves on deadend lines shall be rodded to provide adequate restraint for the 8. All excavation for underground pipe installation must comply with OSHA Standards for the �GHT-OF / / S�G� ,HIGH CHA L NG
valve during a future extension of the line. Backflow prevention devices will be Construction Industry (29 CFR Part 1936). ( / 6 TAINT
on all domestic water lines. / / .., TIMBER R� / / 16' - 63
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389.9 SET
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PAVEDIR
�� / CG2 4' ` \ \ \ \ \ FUTURE / / o \ % / / / / X. / / / /T AP 77 PARCl 40 C2 (L EACH OUTDOOR LUMINAIRE IS EQUIPED
\ \ \ \
TRANSFORMER R 2 / / / / / / 274-70 WITH A LAMP WHICH EMITS 3,000 OR MORE
20
\ \ R./ /OT " �� \\ \ /
LOT ID F� Xo O� , / / / / `�, / / / - (\ INITIAL LUMENS AND SHALL BE A FULL CUTOFF
T I`�t1�tD O / / 1 ��- `0 782.53 SF LOT -6WNER: ENS ESS SUM {AVDffiON, LLC LUMINAIRE OR A DECORATIVE LUMINAIRE
o Ic
19,793,35 LOT // iWLDING 3 / / / ,3•� i / WITH FULL CUTOFF OPTICS.
BUILDING4 p 'COI NSTRUC\ ION�PE 5B) / /\ •, f' / / // SCOTTSVILLE DISTRICT
a, (N( N-COMB USTIBLE MATERIAL) ,`� / FF = 3 6: 0' / \ // CURRENT USE: V_AGANT THE SPILLOVER OF LIGHTING FROM
\ N / e ' -> // \ \ \ y1' 1'/ �680 BI�I DING / / / PROPOSED USE/LIGHT INDUSTRIAL PARKING AREA LUMINAIRES ONTO
FF=379.
0 2 6' \ /�'TO�!IATIC SPRINKLER \rROUGHO / I // / PUBLIC ROADS AND PROPERTY IN
5,120 SF BU DING / o a <2) 3"A vc - - \ �1"
/ �, ., , ING: L I ( RESIDENTIAL OR RURAL AREAS ZONING
- 1,8.S6W-OFFICE l b \ �• ELECTRIC (14)IPARKING S AS•DISTRICTS SHALL NOT EXCEED
' b 3/ TRANSFORMS \ F7N / \ / ` /
3,264 SF WAREHOUSE �� F \ / ti 4 AVc , COINCRETE"PAD •, / / /� (1) HC SP�iCE ,1�� LAND USE SUM l ONE-HALF (1/2) FOOT CANDLE.
(WLZH 2HRLhEWA�II,-S'EPARATIONj r 5 1 ;y I D TEL,
BUILDING FOOTPRINT: 7,680 S
2 (11) PARKING SPACES VM PEDESTAL / �� , �• ,�� I TRAVELWAYS AND PARKING: 14,O2 ALL OUTDOOR LIGHTING SHALL BE
4.5'R (1) HC SPA CFi*' \ I� / , X\ ��'��` ( IMPERVIOUS AREA: 21,705 SF (71.50 %) ARRANGED OR SHIELDED TO
Or�ner as EDWARD, L.L. C, ON `� / / %� o OPEN: 9,077 SF (29.50 %) REFLECT LIGHT AWAY FROM
64'JRE TOTAL SITE: 30,782 SF (0.723 AC) ADJOINING RESIDENTIAL DISTRICTS
GFu METER / / \ \ } , / // AND AWAY FROM ADJOINING
CG / \ 54, \ ��9 ��O �u/ / FLOOR AREA RATIO: 120' x 64' x 2 RESIDENTIAL STREETS.
= 15,360/ 30,782 = 50 %
- \ ' GAS METE1/
LOT COVERAGE: 120' x 64' ALL SIGNS WILL REQUIRE SEPARATE
2.SrR 8'35., / \ / �'`• 'S . / = 7,680/ 30,782 = 25 % PERMITS UNDER 4.15 OF THE
/ C 1 I Il /I \,Ise/ �� SU \ / ZONING ORDINANCE.
0.5' �/ ' / TOPOGRAPHY: ROUDABUSH & GALE (USGS)
� ( I / 4,�0 CG2 / �,) \ Al PLAT DATA: KIRK HUGHES & ASSOCIATES STRUCTURES MUST BE CONSTRUCTED
6 l I AND SEPARATED IN ACCCORDANCE
/ 2c N� `U / /, �co� to
A l I I M1 t ; JTHIS PROJECT IS NOT LOCATED 1N A WITH TABLE 401 FIRE RESSISTANCE
�` COUNTY RESERVOIR WATERSHED RATINGS OF STRUCTURE ELEMENTS
FUTURE
kll N v \ �S�k G I l l VA S OF VIRGIIVIA, INC - OF THE BOCA BASIC BUILDING CODE
RELOCATE POLE/ \ / / I / G METR DB 981-94�o •� ��� THIS PROJECT DOES NOT LIE WITHIN
ANCHOR WIRE/ / -36 /// / / / l 6 6I / I cy \ \ / l DB 8OT S 4 P5 THE FEMA 100-YEAR FLOODPLAIN PARKING SCHEDULE:
P.P. # / / / / i l D / / / I FUTURE / I /' :�' LOTT ,� \ / MAXIMUM NUMBER OF EMPLOYEES =10 BUILDING 3:
TRANSFORMER / � a1 b � _„•) I l i TAXMAP 77-40L
�� �� / I ( I LI `� MAXIMUM BUILDING HEIGHT = 35'
LOT A 1 FUTURE // �0 17,524.40 SF / / (MANUFACTURING) 1 SP x 10 EMPLOYEES = 10 SP
O", / / /25,260.88 SFLbT TEL' NGROUND BUILDING 2 I U i/
10'-0" PARKING SET ACK M 4,5 R/ o / / BOX / } (NON- 6MBI?STIBLE MATERIAL) i / 4 CUSTOMER SP = 4 SP
/ / / �°y / M.H. # / / BUILDING 1 / FF = 374. 0' / 3-77 0' _ , / i l
I PARKING REQUIRED =14 SP
3�, p�� / (NqN--COMB USTIBLEMATERIAL) / / p / 5120 SF BUILDING I 1 PARKING PROVIDED =15 SP
/ /eh ( w / / FF = 3/74.0' / "` � l .TAX MAP 77, PARCEL 40-C2
//' l/// / 5,120 SPBUIDG. R. �p 1,856 SF OFFICE q , / PLAN NG DEPT. DATE LOT rCr► f ACANT WITH WHEEL STOPS (TYPICAL)
(CVO AREA BIGbER THAN4,300 F W V O 3,264 SF WAREHOUSE �, / I
/ (Q �' (WITH 2HR FIREWALL SEPARATIO, DB 2 74-70
/WITH 2HR FI WALL SEPARA 01� t., �'p ry o / / / (12) PARKING SPACE,B
/ -� I NOTE: ALL BUILDINGS ARE CLOSED TO THE PUBLIC
RKING SPACES U
I tV } / F'OL (1) HC SPACE / , ZONING DEPT, DATE
(1� HC SPACE / �O � b / `�h OR Ir��UA, er is EDWA , L.L.C� I
C7 . Owner �S EDWARD, L.L. C.\ ti I l '-4 W /
S PL STER 5o�' 1 �2 a� 6 Avc AS METER ENG EERING DEPT. DATEG} 1
TI B R I� ETANING W L
/ / / I \ �. �.-.-.- \ - - - - -
M .) \ I / / \ _2 � � / - ELECTRIC METER
/ I D 5-0' BUILDING SETBAC - / -- TRANSFORMER INSPECTIONS DEPT. DATE
DGE OF - / / PHA l AG / ON CONC. PAT)
�DUMPSTER \ o AVIrErG , PAV S R
(1' 14' C01�CTE PAD) � `' \ RE (1 20' C NC TE PAD) I _
(6' HIGFL�VIASONRYTNCLOSUR_1)�� - - / \ _ IG 11� NR CLOSURE) TEG1RBo D r ACSA DATE
ONC. A] UTMENT /// \ \ - YR ` \ 4'R - - o - ` ,% sTA N ( \
0 REMAIN / , // i \ TRUCK BACK LbP,
P
RINDER - - -
/ 24,= , TATI01� L TOP a '3t�8 PUMP' TATICN�
/ i - Vi - ' TBA K ''- o - _ - - " FIRE MARSHAL DATE
BMP #1 - -- - -`.
I P07R POLE / } � \ - - ` - �" �'L(DETENTI0N) - I - - _ �-
# - I -- - -- - 3- _
IRON / -'' _ _-- -------- --E- E
SET - - _ _ - - E PROPOSED
_ /��� WALL {2''Iv .} WM ' F .ASSEMBLY �1 ° S3I Z'' W _ - ,. _ (2) FORCE MAINS
- - - - - - - TO BE INSTALLED
- - -EX.-PAVED DITCH- - - -
/ • - • - - E3�EAVED�3TI'C-H - - - � - - �.. LOCK � _ � , . - - -_�-. - . - . - . - . - 2 F.M. -.�.-.-.-.-.- - -- -- - - ` - �- - -.'- = - UNDER WL WITH
VA. ELEC. & POWER CO. / 'TRANSITION 21" C P J / -`TRANSITION / 2" F.M. 18" MIN. SEPARATION
/ / / �j6� (NO RECORD EASEMENTS FOCTND) W / TO EX. PAVED DIT / 3 0'R / / 3 o'R / � .- - /�X•p�V�D DI TCI_L -2' M_ - - _ -
W ---- 1 W
8X6" TAPPING / W W / \
G G W G SLEVE &VALVE G G ---� G ' G
1 �G
EXIST. 8 WL BROAD WAY STREET VA 1115 SIGHT DIS7�INCE EXCEEDS 250 0
(60' R/T DB 675-327 PLAT � BROAD qAY / FRANKLIN M
\ 24' PAVEMENT\ \ IATX. 205' \
BENCHMARK LOCATION
USED FOR SURVEY BY ROGER W. RAY & ASSOCIATES, INC. 05-05-03
RAILROAD SPIKE BY POWER POLE (TA-20)
@ S.W. CORNER OF CARLTON & NASSAU
EL. 400.431'
56' EASEMENT
DB 675-326, 327 PLAT
DB 475-164, 168 PLAT
PAVEMENT IN ROW i G
8" 21�1 2.5" BM-25 & 1.5" SN1-2A I
EXIST.
\ \ \ \ \ MANHOLE
NUMBER
DELTA ANGLE
RADIUS
ARC LENTH
TANGENT
CHORD DIRECTION
CHORD LENGTH
C 1
22048' I1"
408.40'
162.54'
82.360
S 440 13' 06" W
161.47'
C 2
220 30' 46"
408.40'
160.47'
81,28"
S 440 21' 48" W
159.44'
GRAPHIC SCALE if? = 1
1 20 41 •1
I
U 10 . M
towl
416 EAST MAIN STREET, CHARLOTTESVILLE, VA 22942
TEL:434-963 4604 FAX:434-963 4654 E-MAIL:jrharch@cfw.com
9
PROJECT
REVISIONS
I - ENLARGE BUILDING AND ROTATE, REGRADE
�L� CAL�,� �.
TITLE
SITE PLAN
SCALE I" = 20'-0"
SHEET NUMBER / DATE
I of 9
DO NOT SCALE DRAWINGS.
REPORT DISCREPANCIES TO ARCHITECT.
,t 0c A 4r
Qom.
�'1RGINIP
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax (434)972-4126
August 30, 2005
Jonathan Fink
615 Cami Lane
Charlottesville, VA 22903
Re: Requirements for Broadway Court, TMP 77-4005
Dear Mr. Fink:
You have asked for clarification regarding the County's requirement of your having to build the
ingress/egress for your property even though it is partly on property abutting yours. As you
know, the site plan for your building is a portion of the site plan for a development entitled
Broadway Court that includes four buildings. The property line divides the travelway between
your building on Lot D and the abutting Lot A. We review every site plan under the zoning
ordinance to insure that it meets our minimum requirements. Each site must then be built and
maintained in accord with the approved site plan.
The following site plan requirements are found in the County's Zoning Ordinance, Section 32:
32.7.2 SAFE AND CONVENIENT ACCESS, CIRCULATION, PEDESTRIAN WAYS;
PARKING AND LOADING
Each development shall be provided with safe and convenient ingress from and egress to one(1)
or more public roads designed to: reduce or prevent congestion in the public streets; minimize
conflict and friction with vehicular traffic on the public street and on-site; minimize conflict with
pedestrian traffic, and provide continuous and unobstructed access for emergency purposes such
as police,fire and rescue vehicles. To these ends, the commission or the agent in the review of a
site plan may specify the number, type, location and design of access points to a public street
together with such measures as may be deemed appropriate to insure adequate functioning of such
access points.
32.7.2.5 The commission or the agent may require provision for and/or construction of travel lanes
or driveways to serve adjoining properties. The pavement of vehicular travel lanes or driveways
designed to permit vehicular travel on the site and from adjacent property and parking areas shall
be not less than twenty(20)feet in width.
32.7.2.7 On-site parking and circulation shall be designed and constructed in accordance with
section 4 12, off-street parking and loading requirements, subject to county engineer approval in
accordance with sound engineering practices, including but not limited to grade, drainage and
paving specifications; and agent approval of the safe and convenient vehicular circulation patterns
In addition, Section 4.12 requires parking for every use. To receive a certificate of occupancy
and a zoning clearance, and you must provide safe and convenient access to the parking or it
cannot be considered as provided. Since a portion of your parking is behind your building, the
following provisions would apply to its access:
4.12.17 MINIMUM DESIGN REQUIREMENTS AND IMPROVEMENTS FOR VEHICLE
ACCESS AISLES
The following design requirements and minimum improvements shall be provided for all vehicle
access aisles
c. Vehicle access aisle standards. Vehicular access aisles that are not adjacent to parking spaces
shall comply with the following:
1. Two-way access aisles. The minimum travelway width for two-way access aisles shall be
twenty(20)feet.90
I hope this information is what you needed. If you need to access the County's zoning
ordinance, it can be found on line at
www.albemarle.org/department.asp?department=ctyatty&relpage=2784
If I can assist you further, please call me directly.
Sincerely,
44-cfA;t,i-Le-e__
Jan Sprinkle
Chief of Zoning
Cc: SDP2001121
SDP2003065
V10-2005-0191
Reading TMP 77-4005